| Preface |
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xiv | |
| Contributors |
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xv | |
| PART 1: POLICY AND MANAGEMENT ISSUES |
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1 Sustainable sanitation for developing countries |
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1 | (16) |
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Zaini Ujang and Mogens Henze |
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1 | (7) |
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2 | (1) |
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1.1.2 Conventional sanitation approach |
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3 | (2) |
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5 | (1) |
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1.1.4 The dilemma of developing countries |
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6 | (2) |
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1.2 Poor developing countries |
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8 | (1) |
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1.3 Countries with high growth rate |
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9 | (1) |
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1.4 Socio-economic categories |
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9 | (2) |
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1.5 Sustainability and sanitation |
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11 | (4) |
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1.6 Sustainable sanitation for developing countries |
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15 | (2) |
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2 Setting Effluent Quality Standards |
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17 | (29) |
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Robert Hughes, Coen Ho and Kuruvilla Mathew |
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17 | (8) |
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19 | (2) |
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2.1.2 Setting realistic quality standards based on available resources |
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21 | (4) |
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25 | (3) |
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2.2.1 Water quality criteria and standards |
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25 | (1) |
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2.2.2 Scientific basis for development of criteria and standards |
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26 | (1) |
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27 | (1) |
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2.3 Criteria for discharge |
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28 | (5) |
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2.3.1 Assimilative capacity of receiving environments |
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29 | (2) |
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2.3.2 Relating discharges to assimilative capacity of receiving environments |
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31 | (1) |
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2.3.3 Setting effluent standards with multiple discharges |
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31 | (1) |
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2.3.4 Discharge licences for water quality control |
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32 | (1) |
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33 | (7) |
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2.4.1 Reuse as a means of water quality control |
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34 | (1) |
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2.4.2 Water quality criteria for reuse |
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35 | (2) |
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2.4.3 Reuse for forestry, agriculture (including hydroponic systems), horticulture, aquaculture, polyculture |
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37 | (3) |
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2.5 Case study of a developing country |
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40 | (6) |
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3 Strategy and Planning of Sewerage Infrastructures for Developing Countries: Experience of Malaysia |
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46 | (24) |
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46 | (5) |
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47 | (1) |
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3.1.2 Sewerage development in Malaysia |
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47 | (4) |
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51 | (6) |
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54 | (1) |
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3.2.2 Regional and Local Authorities |
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55 | (1) |
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56 | (1) |
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57 | (7) |
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64 | (4) |
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64 | (1) |
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65 | (1) |
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3.4.3 Sewerage management alternatives |
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65 | (2) |
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3.4.4 Financial analysis and options |
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67 | (1) |
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68 | (2) |
| PART 2: TECHNOLOGY OPTIONS |
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4 Wastewater Treatment Technology for Developing Countries |
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70 | (28) |
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Mogens Henze, Zaini Ujang and Eddy Soedjono |
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70 | (2) |
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72 | (9) |
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4.2.1 Mass balance for biofilters |
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74 | (1) |
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4.2.2 Concept and definitions for biofilters |
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74 | (1) |
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4.2.3 Design of biofilters |
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75 | (4) |
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4.2.4 Technical conditions concerning biofilters |
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79 | (2) |
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4.3 Activated sludge treatment system |
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81 | (15) |
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4.3.1 Mass balance in activated sludge plant |
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81 | (3) |
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4.3.2 Concept and definitions of the activated sludge process |
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84 | (8) |
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4.3.3 Design of the activated sludge processes |
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92 | (1) |
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4.3.4 Design using volumetric loading |
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92 | (3) |
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4.3.5 The design using sludge loading or sludge age |
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95 | (1) |
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96 | (1) |
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97 | (1) |
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5 Collection Systems - dry and wet weather performance |
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98 | (36) |
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Jes Vollertsen and Thorkild Hvitved-Jacobsen |
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98 | (3) |
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5.2 Types of collection systems |
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101 | (2) |
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5.3 Sources and quantities of dry weather wastewater |
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103 | (4) |
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5.3.1 Wastewater from households |
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103 | (2) |
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5.3.2 Institutions, business areas and industries |
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105 | (1) |
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5.3.3 Infiltration and drainage of buildings |
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106 | (1) |
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5.4 Stormwater quantities |
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107 | (7) |
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5.4.1 Precipitation and design storms |
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109 | (2) |
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5.4.2 Choosing return frequency and storm duration |
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111 | (1) |
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5.4.3 Impervious surfaces and runoff coefficients |
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112 | (1) |
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113 | (1) |
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5.5 Rooting of dry and wet weather flow |
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114 | (2) |
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114 | (1) |
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115 | (1) |
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116 | (8) |
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5.6.1 Types and concentrations of wastewater quality parameters |
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116 | (3) |
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5.6.2 Characterization of wastewater organic matter |
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119 | (4) |
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5.6.3 Variability in wastewater composition |
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123 | (1) |
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124 | (3) |
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124 | (1) |
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125 | (1) |
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5.7.3 Pollutants variability |
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126 | (1) |
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5.8 Stormwater impact mitigation |
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127 | (1) |
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5.9 Chemical, biological and physical processes in sewers |
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128 | (4) |
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5.9.1 Why simulate sewer processes? |
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129 | (1) |
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5.9.2 Corrosion and odours |
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129 | (1) |
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5.9.3 Treatment plant impacts |
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130 | (1) |
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5.9.4 Receiving water impacts |
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130 | (1) |
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5.9.5 Integrated urban wastewater management |
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130 | (2) |
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132 | (2) |
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6 Conventional Small and Decentralized Wastewater Systems |
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134 | (34) |
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Robert Hughes, Goen Ho and Kuruvilla Mathew |
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134 | (3) |
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6.1.1 Current practices in developing countries |
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135 | (1) |
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6.1.2 Conventional and decentralised wastewater systems |
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136 | (1) |
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6.2 Small systems and sustainability |
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137 | (4) |
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6.2.1 Relationship between small systems and sustainability |
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137 | (3) |
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6.2.2 Economic, social and cultural implications of small systems |
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140 | (1) |
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141 | (3) |
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6.3.1 Settled sewerage (small bore sewerage) |
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141 | (1) |
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6.3.2 Simplified sewerage (shallow sewerage, including condominial sewerage) |
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142 | (1) |
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6.3.3 Low cost sewerage and community involvement |
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143 | (1) |
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144 | (5) |
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144 | (1) |
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6.4.2 Constructed wetlands |
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144 | (1) |
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6.4.3 Land-based treatment systems |
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145 | (2) |
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147 | (1) |
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6.4.5 Aquaculture systems |
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148 | (1) |
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148 | (1) |
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149 | (8) |
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6.5.1 Ventilated improved pit (VIP) latrine |
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149 | (1) |
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6.5.2 Vermicompost toilets |
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149 | (2) |
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151 | (1) |
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152 | (1) |
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6.5.5 Septic tanks (including Imhoff tanks) |
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153 | (1) |
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154 | (1) |
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6.5.7 Evapotranspiration beds |
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155 | (1) |
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6.5.8 Digesters (small anaerobic systems) |
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155 | (1) |
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6.5.9 Reuse of wastewater and sludge |
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156 | (1) |
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6.6 Selection of small and onsite systems |
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157 | (4) |
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6.6.1 Decision support tools for selection of small and onsite systems |
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157 | (1) |
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6.6.2 Computer based decision support tools |
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158 | (3) |
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6.7 Case study from Africa |
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161 | (7) |
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6.7.1 Onsite technologies employed in Africa |
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162 | (2) |
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6.7.2 Onsite system application |
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164 | (4) |
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7 Waste Stabilization Ponds |
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168 | (24) |
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Thomas Curtis and Duncan Mara |
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168 | (1) |
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7.2 What are waste stabilization ponds? |
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169 | (1) |
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7.3 Advantages and disadvantages of WSP |
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170 | (1) |
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7.4 Financial and economic aspects of WSP |
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171 | (1) |
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172 | (1) |
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173 | (1) |
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174 | (2) |
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7.7.1 Anaerobic pond design |
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175 | (1) |
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7.7.2 Anaerobic pond layout and maintenance |
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176 | (1) |
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176 | (3) |
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7.8.1 The design of facultative ponds |
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178 | (1) |
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7.9 Why ponds do not smell |
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179 | (1) |
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179 | (3) |
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180 | (2) |
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182 | (1) |
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7.11 Operation and maintenance of WSP |
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182 | (10) |
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187 | (1) |
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188 | (4) |
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8 Design and Operation of Constructed Wetlands for Wastewater Treatment and Reuses |
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192 | (27) |
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192 | (1) |
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8.2 Types and functions of constructed wetlands |
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193 | (2) |
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8.2.1 Free water surface (FWS) systems |
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193 | (1) |
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8.2.2 Subsurface flow (SF) systems |
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193 | (1) |
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8.2.3 Advantages and disadvantages |
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194 | (1) |
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8.3 Types and functions of vegetation |
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195 | (1) |
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8.4 Wastewater treatment mechanisms |
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195 | (4) |
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196 | (1) |
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8.4.2 Suspended solids removal |
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196 | (1) |
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196 | (2) |
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198 | (1) |
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8.4.5 Heavy metals removal |
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198 | (1) |
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8.4.6 Trace organics removal |
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198 | (1) |
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198 | (1) |
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199 | (8) |
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8.5.1 FWS constructed wetlands |
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199 | (5) |
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8.5.2 SF constructed wetlands |
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204 | (3) |
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207 | (2) |
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207 | (1) |
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208 | (1) |
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208 | (1) |
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209 | (1) |
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209 | (1) |
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8.7 Operation and maintenance |
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209 | (5) |
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209 | (1) |
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210 | (1) |
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8.7.3 System perturbations and operation modifications |
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210 | (4) |
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214 | (5) |
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8.8.1 Case study A: Emmitsburg, Maryland, USA, SF constructed wetland |
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214 | (1) |
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8.8.2 Case study B: the Eastern Seaboard Industrial Estate (ESIE), Rayong Province, Eastern Thailand, vertical-flow constructed wetlands |
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214 | (2) |
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8.8.3 Case study C: Vertical-flow Constructed Wetlands for Septage Dewatering and Stabilization, Asian Institute of Technology (AIT), Bangkok, Thailand |
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216 | (3) |
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9 Innovation and technology for sustainability |
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219 | (18) |
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Robert Hughes, Goen Ho and Kuruvilla Mathew |
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219 | (5) |
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9.1.1 Sustainability as a context |
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221 | (1) |
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9.1.2 Drivers for technology innovation |
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222 | (2) |
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9.2 Current advances and innovation |
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224 | (7) |
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9.2.1 Innovations in onsite systems. |
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225 | (3) |
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9.2.2. Innovations in sewerage systems. |
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228 | (1) |
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9.2.3 Innovations in treatment systems |
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229 | (1) |
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9.2.4 Innovations in reuse systems |
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230 | (1) |
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231 | (6) |
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232 | (1) |
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9.3.2 Technology management |
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233 | (1) |
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9.3.3 Environmental health |
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234 | (3) |
| PART 3: MANAGEMENT AND POST TREATMENT ISSUES |
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10 Sludge Treatment and Management |
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237 | (56) |
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Blanca Jimenez and Lin Wang |
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237 | (56) |
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237 | (1) |
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238 | (9) |
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238 | (1) |
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10.2.2 Sludge production. |
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238 | (1) |
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239 | (8) |
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247 | (25) |
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247 | (1) |
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247 | (1) |
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248 | (2) |
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250 | (1) |
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250 | (9) |
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259 | (1) |
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10.3.7 Considerations for process selection |
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260 | (12) |
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272 | |
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263 | (1) |
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10.6 Beneficial uses of biosolids |
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263 | (6) |
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10.6.1 Agricultural application |
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264 | (3) |
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267 | (1) |
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10.6.3 Desalinization of soils |
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268 | (1) |
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268 | (1) |
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10.6.5 Non conventional uses of sludges |
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268 | (1) |
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269 | (4) |
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269 | (1) |
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269 | (2) |
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10.7.3 Specific disposal sites |
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271 | (1) |
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10.7.4 Municipal sanitary landfills |
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271 | (2) |
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273 | (5) |
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273 | (2) |
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275 | (1) |
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275 | (2) |
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277 | (1) |
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277 | (1) |
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10.9 Sampling and Monitoring Issues |
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278 | (3) |
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278 | (2) |
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280 | (1) |
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281 | (1) |
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10.11 Practical Experiences |
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281 | (6) |
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281 | (2) |
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283 | (1) |
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283 | (1) |
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284 | (1) |
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284 | (2) |
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286 | (1) |
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10.11 7 Alexandria, Egypt |
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286 | (1) |
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286 | (1) |
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287 | (6) |
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11 Management of Decentralised Sewerage Systems |
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293 | (40) |
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Hansa Abdul Hamid and Zaini Ujang |
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293 | (3) |
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296 | (3) |
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11.3 Planning and strategy for sewerage catchment |
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299 | (9) |
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11.3.1 Institutional framework |
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299 | (3) |
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302 | (3) |
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11.3.3 Planning of sewerage catchment |
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305 | (3) |
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308 | (6) |
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11.5 Operations and maintenance costs |
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314 | (2) |
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316 | (5) |
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11.6.1 Types of sewage plants |
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316 | (2) |
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11.6.2 Typical mechanised plants |
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318 | (1) |
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11.6.3 Other sanitation facilities |
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318 | (1) |
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11.6.4 Current sludge management |
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318 | (1) |
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11.6.5 Sewerage guidelines and standards |
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319 | (1) |
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11.6.6 Application of innovative technology Management |
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320 | (1) |
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11.7 Inspection and effluent quality monitoring |
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321 | (2) |
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323 | (1) |
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11.9 Rationalisation strategy |
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324 | (5) |
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324 | (1) |
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325 | (1) |
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11.9.3 Description of rationalisation method |
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326 | (3) |
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11.10 Future challenges for Malaysia |
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329 | (4) |
| Index |
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333 | |